Springfield Lakes, Massive Ground Cracks, Subsidence and Wall Cracks

Springfield Lakes, Massive Ground Cracks, Subsidence and Wall Cracks

This property in Springfield Lakes has massive ground cracks & subsidence. The property's front yard looked like a landslip, leaving the owner concerned that the block and house were unstable. Fortunately, the property manager contacted Forensic Engineers to thoroughly investigate and report on the land and house.

We determined the extent of the damage, the cause and the necessary steps to stabilize and repair the peoperty

๐™๐™๐™ž๐™จ ๐™ž๐™จ ๐—ฎ๐—ป ๐—ฒ๐˜…๐˜๐—ฟ๐—ฎ๐—ฐ๐˜ ๐—ณ๐—ฟ๐—ผ๐—บ ๐™ค๐™ช๐™ง ๐™Ž๐™ฉ๐™ง๐™ช๐™˜๐™ฉ๐™ช๐™ง๐™–๐™ก ๐™€๐™ฃ๐™œ๐™ž๐™ฃ๐™š๐™š๐™ง ๐™๐™š๐™ฅ๐™ค๐™ง๐™ฉ;

๐Ÿฏ.๐Ÿฌ ๐—™๐—œ๐—ก๐——๐—œ๐—ก๐—š๐—ฆ

๐Ÿฏ.๐Ÿญ ๐—˜๐˜…๐˜๐—ฒ๐—ฟ๐—ถ๐—ผ๐—ฟ

โ€ข Driveway slab cracks
โ€ข Porch/Bed 3, garden timber retaining wall leaning toward street
โ€ข Porch/bed 3, large fissures in surface pavement and in ground beneath
โ€ข House perimeter some โ€œwear & tearโ€ gaps in door & window frames
โ€ข Dining wall crack
โ€ข Living wall crack

๐Ÿฏ.๐Ÿฎ ๐—œ๐—ป๐˜๐—ฒ๐—ฟ๐—ถ๐—ผ๐—ฟ

โ€ข Garage slab cracks
โ€ข Hallway/garage crack over door
โ€ข Hallway/bed 3 ceiling cornice crack

๐Ÿฐ.๐Ÿฌ ๐—›๐—ข๐—จ๐—ฆ๐—˜ ๐—™๐—Ÿ๐—ข๐—ข๐—ฅ ๐—Ÿ๐—˜๐—ฉ๐—˜๐—Ÿ๐—ฆ

We measured the floor levels. While we found some variations there are some variations, they are not excessive remain well within the allowed tolerances of AS 2870 appendix C.

๐Ÿฑ.๐Ÿฌ ๐—›๐—ข๐—จ๐—ฆ๐—˜ ๐—–๐—ฅ๐—”๐—–๐—ž ๐—–๐—”๐—ง๐—˜๐—š๐—ข๐—ฅ๐—œ๐—˜๐—ฆ

Cracks are up to category 2 in accordance with AS2870-2011 Appendix C.

๐Ÿฒ.๐Ÿฌ ๐—–๐—”๐—จ๐—ฆ๐—˜๐—ฆ

๐Ÿฒ.๐Ÿญ ๐—ฆ๐—ฒ๐˜๐˜๐—น๐—ฒ๐—บ๐—ฒ๐—ป๐˜๐˜€.

Our inspection indicates that estate development civil earthworks likely involved placing of landfill in some areas, particularly at the front of the block. Site works during the build may have also disturbed the platform soils,ย  and the consolidation of these soils contributed to some settlements.

We expect that in areas of loose landfill, piers extending into solid natural material would support the house footings and slab. In this case the house footings experienced some (non-serious) settlements resulting in slab level variations wall cracks.

๐Ÿฒ.๐Ÿฎ ๐—™๐—ฟ๐—ผ๐—ป๐˜ ๐—ด๐—ฎ๐—ฟ๐—ฑ๐—ฒ๐—ป ๐—ด๐—ฟ๐—ผ๐˜‚๐—ป๐—ฑ ๐—ณ๐—ถ๐˜€๐˜€๐˜‚๐—ฟ๐—ฒ๐˜€.

Evidence shows that landfill in this area has undergone consolidation and erosion. Additionally, a leaning timber sleeper wall allowed loose landfill to move laterally down-slope, opening ground fissures.

The surface pavement is not a conventional reinforced concrete slab; instead, it consists of coarse sand stabilized with cement. Because this material has very low tensile strength, settlements, lateral downhill movement, and ground fissures caused the material to shear.

๐Ÿฒ.๐Ÿฏ ๐—š๐—ฎ๐—ฟ๐—ฎ๐—ด๐—ฒ ๐—ณ๐—น๐—ผ๐—ผ๐—ฟ ๐˜€๐—น๐—ฎ๐—ฏ ๐—ฐ๐—ฟ๐—ฎ๐—ฐ๐—ธ๐˜€

The cracks in the garage floor slab are โ€œplastic shrinkage cracksโ€ that likely originated shortly after the pour. Concrete shrinks as it cures, causing these cracks, which generally grow as the surface edges wear. They are not a serious issue.

๐Ÿฒ.๐Ÿฐ ๐——๐—ฟ๐—ถ๐˜ƒ๐—ฒ๐˜„๐—ฎ๐˜† ๐˜€๐—น๐—ฎ๐—ฏ ๐—ฐ๐—ฟ๐—ฎ๐—ฐ๐—ธ๐˜€

The driveway slab developed โ€œplastic shrinkage cracks,โ€ which concreting practices likely exacerbated. These practices include inadequate base support due to landfill, excessive tensile steel top cover, placing concrete in hot or windy weather, and poor or inadequate slab control joints.

๐Ÿณ.๐Ÿฌ ๐—ฅ๐—˜๐—–๐—ข๐— ๐— ๐—˜๐—ก๐——๐—”๐—ง๐—œ๐—ข๐—ก๐—ฆ

๐Ÿณ.๐Ÿญ ๐—•๐—ฟ๐—ถ๐—ฒ๐—ณ

The house footings and slab show no evidence of instability. We can effectively stabilize the ground next to the porch and bedroom 3.

๐Ÿณ.๐Ÿฎ ๐—ฅ๐—ฒ๐˜€๐—ถ๐—ป ๐—œ๐—ป๐—ท๐—ฒ๐—ฐ๐˜๐—ถ๐—ผ๐—ป ๐—š๐—ฟ๐—ผ๐˜‚๐—ป๐—ฑ ๐—ฆ๐˜๐—ฎ๐—ฏ๐—ถ๐—น๐—ถ๐˜‡๐—ฎ๐˜๐—ถ๐—ผ๐—ป

Correctly applied Polyurethane Resin Injection effectively densifies and binds founding soils and fills voids and fissures. The contractor must apply this process throughout and to the full depth of the loose landfill.

The contractor is responsible for providing adequate services and results. We advise you to carefully consider the contractorโ€™s warranty terms regarding achievable results, any possible requirements for future additional treatment, and any associated costs.

Suitable Contractor:
RAISE & RELEVEL, Damon Letters Ph: 1300 520 903

๐Ÿณ.๐Ÿฏ ๐—ข๐˜๐—ต๐—ฒ๐—ฟ ๐—ฟ๐—ฒ๐—ฝ๐—ฎ๐—ถ๐—ฟ๐˜€

โ€ข Once the contractor stabilizes the base material, they can replace the existing cement-stabilized sand pavement with a conventional slab pavement.
โ€ข Rake out, fill, and paint house internal plasterboard cracks. We advise using fibre-glass tape.
โ€ข Garage floor cracks do not require repair.
โ€ข Filling driveway cracks will likely not be durable.

๐—ฆ๐—จ๐— ๐— ๐—”๐—ฅ๐—ฌ

We found that settlements and erosion of poor-quality, low-density landfill caused the cracks and voids in the ground. Some material also migrated down-slope.

Fortunately, these issues did not affect the house, which remains stable. The repairs are uncomplicated and cost-effective.

The property owner was onsite during our inspection and felt incredibly relieved.

โ€ข Expert Structural Engineer Reports
โ€ข Subsidence Investigation Experts
โ€ข Wall Crack Investigation Specialists

Real Estate Agents, Property Managers, Strata Managers, and Property Owners rely on our industry expertise.

 


COOMERA WATERS SUBSIDENCE DAMAGE

SUBSIDENCE, WALL CRACKS, STRUCTURAL ENGINEER REPORT.

The owners of this house at Coomera Waters found some cracks and gaps and called Forensic Engineers.
Our investigation found that the cracks & gaps were not so large and the building level variations were not excessive. However, our thorough investigation also found that part of the house was located on loose landfill which was gradually settling. The cracks were growing bigger and stabilizing the house would require some underpinning.
And, our expert engineer report indicated the underpinning locations, the best types of underpins and the best underpinners for the work.
The property owners were incredibly relieved that they had a positive plan to fix their precious home and could move forward with confidence.
Locally Based.
Forensic Engineers are based on the Gold Coast and service regions of SE Qld & Nth NSW (subject to scheduling availability).
Extensive Experience.
We have decades of experience in soil test / geotechnical engineering as well as extensive subsidence & wall crack investigation experience. And our Structural Engineer reports draw on that knowledge of ground conditions that cause footing movements and house damages.

Home owners, buyers and sellers with house subsidence or wall crack problems

An expert RPEQ Engineer subsidence Report from Forensic Engineers generally costs between $650 - $900 ex GST. (local service area only). Forย  peace-of-mind, contact Forensic Engineers for an expert, independent Structural Engineer Report.

๐™๐™‰๐˜ฟ๐™€๐™๐™‹๐™„๐™‰๐™‰๐™€๐™ ๐˜ผ๐™๐™๐˜ผ๐™‰๐™‚๐™„๐™‰๐™‚ ๐™€๐™‰๐™‚๐™„๐™‰๐™€๐™€๐™ ๐™๐™€๐™‹๐™Š๐™๐™๐™Ž ๐™๐™Š๐™ ๐™”๐™Š๐™?

Some underpinners offer to arrange a report from their own engineer. It might seem like an easy option, but, Tฬฒhฬฒeฬฒ cฬฒฬฒoฬฒsฬฒtฬฒ iฬฒฬฒsฬฒ cฬฒฬฒoฬฒnฬฒsฬฒiฬฒdฬฒeฬฒrฬฒaฬฒbฬฒlฬฒyฬฒ mฬฒฬฒoฬฒrฬฒeฬฒ tฬฒฬฒhฬฒaฬฒnฬฒ fฬฒoฬฒrฬฒeฬฒnฬฒsฬฒiฬฒcฬฒ eฬฒnฬฒgฬฒiฬฒnฬฒeฬฒeฬฒrฬฒsฬฒ. Aฬฒnฬฒdฬฒ tฬฒฬฒhฬฒeฬฒrฬฒeฬฒ iฬฒฬฒsฬฒ aฬฒฬฒ hฬฒฬฒuฬฒgฬฒeฬฒ cฬฒฬฒoฬฒnฬฒfฬฒlฬฒiฬฒcฬฒtฬฒ oฬฒฬฒfฬฒ iฬฒฬฒnฬฒtฬฒeฬฒrฬฒeฬฒsฬฒtฬฒ. Forensic Engineers reports are 100% independent. We are not working for, or paid by any underpinner and we are certainly not trying to sell you any type of underpinning.

๐™๐˜ผ๐™‡๐™† ๐™๐™Š ๐™๐™Ž

Before committing to any type of underpinning, for peace-of-mind, contact us at Forensic Engineers for a chat and an independent opinion. If underpinning is necessary, then we also strongly advise sending your own independant Engineer Report to two or three underpinning companies for quotes before making a decision.

Forensic Engineers..When subsidence problems arise, we're on your side!


Engineer Reports for Wall Cracks & Subsidence - What Do I get

Engineer Reports for Wall Cracks & Subsidence - What Do I get?

This is a common question we get from clients looking to book a structural engineer inspection. At Forensic Engineers, rest assured, we always do a thorough investigation for any signs of subsidence and building movements.

๐—” ๐—ง๐˜†๐—ฝ๐—ถ๐—ฐ๐—ฎ๐—น ๐—–๐—ฎ๐˜€๐—ฒ, ๐—›๐—ผ๐˜‚๐˜€๐—ฒ ๐—™๐—ผ๐—ฟ ๐—ฆ๐—ฎ๐—น๐—ฒ; ๐—ฆ๐—ฝ๐—ฟ๐—ถ๐—ป๐—ด๐—ณ๐—ถ๐—ฒ๐—น๐—ฑ ๐—Ÿ๐—ฎ๐—ธ๐—ฒ๐˜€

Just recently we inspected a house For Sale at Springfield Lakes for a buyer.
The building & Pest Report had identified a few small brick wall cracks & some slope in the floor that did not appear to be too serious, but just to be safe, he recommended that the buyer contacted Forensic Engineers to do an inspection and report.

๐™๐™๐™ž๐™จ ๐™ž๐™จ ๐™–๐™ฃ ๐™š๐™ญ๐™ฉ๐™ง๐™–๐™˜๐™ฉ ๐™›๐™ง๐™ค๐™ข ๐™ค๐™ช๐™ง ๐™Ž๐™ฉ๐™ง๐™ช๐™˜๐™ฉ๐™ช๐™ง๐™–๐™ก ๐™€๐™ฃ๐™œ๐™ž๐™ฃ๐™š๐™š๐™ง ๐™๐™š๐™ฅ๐™ค๐™ง๐™ฉ ๐™ž๐™ฃ ๐™ฉ๐™๐™ž๐™จ ๐™˜๐™–๐™จ๐™š;

๐Ÿฏ.๐Ÿญ ๐—˜๐˜…๐˜๐—ฒ๐—ฟ๐—ถ๐—ผ๐—ฟ

  • Left side wall โ€œbendingโ€
  • Bed 1 front wall, partial rendering done
  • Garage left entry gap
  • Bath wall cracks & window reveal gap
  • Bed 3 wall cracks & window reveal gap
  • Kitchen wall crack
  • Rear patio column lean
  • Rear patio slab settlements of the rear-left corner & cracks
  • Dining/living wall corner crack filled
  • Living window reveal gap
  • West wall window reveal gaps filled
  • Living wall crack
  • Bed 2 wall cracks under sill
  • Bed 2/garage wall corner crack filled
  • Garage rear wall crack over door
  • Widespread variations in mortar shades

๐Ÿฏ.๐Ÿฎ ๐—œ๐—ป๐˜๐—ฒ๐—ฟ๐—ถ๐—ผ๐—ฟ

  • Garage floor slab cracks & west edge slab dampness
  • Hallway/toilet ceiling cornice cracks
  • Hallway/bed 2 ceiling cornice crack
  • Living window architrave tension gaps

๐Ÿฐ.๐Ÿฌ ๐—™๐—Ÿ๐—ข๐—ข๐—ฅ ๐—Ÿ๐—˜๐—ฉ๐—˜๐—Ÿ๐—ฆ

*Test locations are approximate. Carpet & underlay depths varied from room to room & carpet wear affected readings.
The findings show that there have been differential settlements of the house slab. Specifically, there is visible bending of the left wall, caused by settlements of the rear and front-left corner.

๐Ÿฑ.๐Ÿฌ ๐—–๐—”๐—จ๐—ฆ๐—˜๐—ฆ

๐Ÿฑ.๐Ÿญ ๐—ฆ๐—ถ๐˜๐—ฒ ๐˜„๐—ผ๐—ฟ๐—ธ๐˜€.

In this case, it is likely that original estate development civil works resulted in placement of loose landfill on sections of the block. It is apparent that consolidation of soft/loose soils under some areas of the slab have caused settlements, floor level variations and damages.
Ground movements, and particularly differential settlements have caused the slab level variations and the damages identified.

๐Ÿฒ.๐Ÿฌ ๐—ฅ๐—˜๐—–๐—ข๐— ๐— ๐—˜๐—ก๐——๐—”๐—ง๐—œ๐—ข๐—ก๐—ฆ

๐Ÿฒ.๐Ÿญ ๐—•๐—ฟ๐—ถ๐—ฒ๐—ณ

The floor level variations and house damages have been caused by ground movements - particularly differential settlements. There is no urgency to do so, but assurance of stability and some reasonable correction of floor level variations would require some underpinning.

๐Ÿฒ.๐Ÿฎ ๐—จ๐—ป๐—ฑ๐—ฒ๐—ฟ๐—ฝ๐—ถ๐—ป๐—ป๐—ถ๐—ป๐—ด

We have illustrated the approximate underpinning locations (see yellow highlights on sketch), subject to the design engineerโ€™s input.
We estimate that conventional underpinning utilizing reinforced concrete piers & headstocks would involve approximately 15 underpins.
A reasonable industry rate for underpinning would be approximately $2,500 - $3,500 per underpin location, but this may vary, subject to engineerโ€™s design.

Establishment & general repair & clean-up costs also apply

๐Ÿฒ.๐Ÿฏ ๐—จ๐—ป๐—ฑ๐—ฒ๐—ฟ๐—ฝ๐—ถ๐—ป๐—ป๐—ถ๐—ป๐—ด ๐—–๐—ผ๐—ป๐˜๐—ฟ๐—ฎ๐—ฐ๐˜๐—ผ๐—ฟ๐˜€

Underpinning Contractors should be well established Registered Repair Builders who do all of the repairs and do not use subcontractors for any repair work;

๐Ÿฒ.๐Ÿฐ ๐—ง๐˜†๐—ฝ๐—ฒ๐˜€ ๐—ผ๐—ณ ๐—จ๐—ป๐—ฑ๐—ฒ๐—ฟ๐—ฝ๐—ถ๐—ป๐—ป๐—ถ๐—ป๐—ด

As advised...

๐™๐™ž๐™ง๐™จ๐™ฉ ๐™„๐™ข๐™ฅ๐™ง๐™š๐™จ๐™จ๐™ž๐™ค๐™ฃ๐™จ ๐™ค๐™›๐™ฉ๐™š๐™ฃ ๐™ก๐™ž๐™š

The impression was that the house had undergone some subsidence and had some "normal" wall cracks, and it looked like it was not serious.
But our thorough investigation found that the house was not stable at all, and ongoing settlements were causing the house slab to bend in the long direction (front-to back). And it was getting worse.

๐—œ๐—บ๐—ฎ๐—ด๐—ถ๐—ป๐—ฒ ๐—ถ๐—ณ ๐˜†๐—ผ๐˜‚ ๐˜„๐—ฒ๐—ฟ๐—ฒ ๐—ฎ ๐—ต๐—ผ๐—บ๐—ฒ ๐—ฏ๐˜‚๐˜†๐—ฒ๐—ฟ ๐—ฎ๐—ป๐—ฑ ๐—ฎ๐—ณ๐˜๐—ฒ๐—ฟ ๐—บ๐—ผ๐˜ƒ๐—ถ๐—ป๐—ด ๐—ถ๐—ป, ๐˜†๐—ผ๐˜‚ ๐—ณ๐—ผ๐˜‚๐—ป๐—ฑ ๐˜๐—ต๐—ฎ๐˜ ๐˜๐—ต๐—ฒ ๐—ณ๐—น๐—ผ๐—ผ๐—ฟ ๐˜„๐—ฎ๐˜€ ๐˜€๐—ถ๐—ป๐—ธ๐—ถ๐—ป๐—ด ๐—ฎ๐—ป๐—ฑ ๐˜„๐—ฎ๐—น๐—น ๐—ฐ๐—ฟ๐—ฎ๐—ฐ๐—ธ๐˜€ ๐˜„๐—ฒ๐—ฟ๐—ฒ ๐—ด๐—ฒ๐˜๐˜๐—ถ๐—ป๐—ด ๐˜„๐—ผ๐—ฟ๐˜€๐—ฒ ๐—ฎ๐—ป๐—ฑ ๐˜„๐—ผ๐—ฟ๐˜€๐—ฒ!

๐™€๐™ญ๐™ฅ๐™š๐™ง๐™ž๐™š๐™ฃ๐™˜๐™š๐™™ & ๐™๐™๐™ค๐™ง๐™ค๐™ช๐™œ๐™

Our subsidence investigations call on decades of soil testing experience. And we meticulously examine the building for gaps and cracks.

๐™๐™ก๐™ค๐™ค๐™ง ๐™ก๐™š๐™ซ๐™š๐™ก ๐™Ž๐™ช๐™ง๐™ซ๐™š๐™ฎ โ€“ ๐™‘๐™š๐™ง๐™ฎ ๐™„๐™ข๐™ฅ๐™ค๐™ง๐™ฉ๐™–๐™ฃ๐™ฉ!

We always take a floor level survey which is Absolutely Essential for any subsidence and wall crack investigation.

Any respectable engineer subsidence report has to include a floor level survey. Without it, it is impossible to identify and interpret footing and slab movements and particularly, the severity and influence of house damages.

๐™๐™‰๐˜ฟ๐™€๐™๐™‹๐™„๐™‰๐™‰๐™€๐™ ๐˜ผ๐™๐™๐˜ผ๐™‰๐™‚๐™„๐™‰๐™‚ ๐™€๐™‰๐™‚๐™„๐™‰๐™€๐™€๐™ ๐™๐™€๐™‹๐™Š๐™๐™๐™Ž ๐™๐™Š๐™ ๐™”๐™Š๐™?

Some underpinners offer to arrange a report from their own engineer. Tฬฒhฬฒeฬฒ cฬฒฬฒoฬฒsฬฒtฬฒ iฬฒฬฒsฬฒ cฬฒฬฒoฬฒnฬฒsฬฒiฬฒdฬฒeฬฒrฬฒaฬฒbฬฒlฬฒyฬฒ mฬฒฬฒoฬฒrฬฒeฬฒ tฬฒฬฒhฬฒaฬฒnฬฒ fฬฒoฬฒrฬฒeฬฒnฬฒsฬฒiฬฒcฬฒ eฬฒnฬฒgฬฒiฬฒnฬฒeฬฒeฬฒrฬฒsฬฒ - at least $1,000 more!! Aฬฒnฬฒdฬฒ tฬฒฬฒhฬฒeฬฒrฬฒeฬฒ iฬฒฬฒsฬฒ aฬฒฬฒ hฬฒฬฒuฬฒgฬฒeฬฒ cฬฒฬฒoฬฒnฬฒfฬฒlฬฒiฬฒcฬฒtฬฒ oฬฒฬฒfฬฒ iฬฒฬฒnฬฒtฬฒeฬฒrฬฒeฬฒsฬฒtฬฒ.

Forensic Engineers RPEQ reports are affordable and 100% independent. We are not working for, or paid by an underpinner.

And we are certainly not trying to sell you any type of underpinning.

๐™๐˜ผ๐™‡๐™† ๐™๐™Š ๐™๐™Ž

Before committing to any type of underpinning, for peace-of-mind, contact us at Forensic Engineers for a chat and an independent opinion. We also strongly advise sending your own independant Engineer Report to at least three underpinning companies for quotes before making a decision.


Strata and Body Corp RPEQ Engineer Reports, Wall Cracks, Subsidence, Underpinning

๐—•๐—ผ๐—ฑ๐˜† ๐—–๐—ผ๐—ฟ๐—ฝ & ๐—ฆ๐˜๐—ฟ๐—ฎ๐˜๐—ฎ ๐—˜๐—ป๐—ด๐—ถ๐—ป๐—ฒ๐—ฒ๐—ฟ ๐—ฅ๐—ฒ๐—ฝ๐—ผ๐—ฟ๐˜ ๐—ฆ๐—ฝ๐—ฒ๐—ฐ๐—ถ๐—ฎ๐—น๐—ถ๐˜€๐˜๐˜€!

In this recent case, the Body Corp called us in to investigate and report on this townhouse with subsidence and wall cracks and gaps that were getting worse and worse.

It turned out that other engineers had previously looked at the building and had decided that subsidence had occurred in the past and had stopped and and the damages were not serious and could be patched and painted. Sadly, they were wrong.

CALL FORENSIC ENGINEERS!

Forensic Engineers has decades of Soil Testing & Geotechnincal experience. And becsue of that, we identified that the townhouse was actually located on ๐—น๐—ผ๐—ผ๐˜€๐—ฒ ๐—น๐—ฎ๐—ป๐—ฑ๐—ณ๐—ถ๐—น๐—น that was gradually ๐˜€๐˜‚๐—ฏ๐˜€๐—ถ๐—ฑ๐—ถ๐—ป๐—ด, bit-by-bit, year after year. And stabilization with ๐˜‚๐—ป๐—ฑ๐—ฒ๐—ฟ๐—ฝ๐—ถ๐—ป๐—ป๐—ถ๐—ป๐—ด ๐˜„๐—ฎ๐˜€ ๐˜๐—ต๐—ฒ ๐˜€๐—ผ๐—น๐˜‚๐˜๐—ถ๐—ผ๐—ป.

In this case, Resin / Chemical Underpinning was not considered appropriate and Steel Screw piers would be far too expensive and unnecessary.

The most reliable and cost effective method was with conventional underpinning using reinforced concrete piers and head-stocks.

๐—™๐—ผ๐—ฟ๐—ฒ๐—ป๐˜€๐—ถ๐—ฐ ๐—˜๐—ป๐—ด๐—ถ๐—ป๐—ฒ๐—ฒ๐—ฟ๐˜€ ๐—ฎ๐—ฟ๐—ฒ ๐˜๐—ต๐—ฒ ๐—•๐—ผ๐—ฑ๐˜† ๐—–๐—ผ๐—ฟ๐—ฝ & ๐—ฆ๐˜๐—ฟ๐—ฎ๐˜๐—ฎ ๐—ฆ๐—ฝ๐—ฒ๐—ฐ๐—ถ๐—ฎ๐—น๐—ถ๐˜€๐˜๐˜€.

  • Our service is first class
  • Quotes in hours
  • Decades of soil testing experience
  • Inspections and reports in days not weeks.
  • Very competitive rates.
  • REPQ engineer reports

O๐˜‚๐—ฟ ๐—ฏ๐—ฟ๐—ถ๐—น๐—น๐—ถ๐—ฎ๐—ป๐˜ RPEQ ๐—ฆ๐˜๐—ฟ๐˜‚๐—ฐ๐˜๐˜‚๐—ฟ๐—ฎ๐—น ๐—˜๐—ป๐—ด๐—ถ๐—ป๐—ฒ๐—ฒ๐—ฟ ๐—ฅ๐—ฒ๐—ฝ๐—ผ๐—ฟ๐˜๐˜€ ๐—ฎ๐—ฟ๐—ฒ ๐—ฎ๐—ณ๐—ณ๐—ผ๐—ฟ๐—ฑ๐—ฎ๐—ฏ๐—น๐—ฒ, ๐—ฎ๐—ฐ๐—ฐ๐˜‚๐—ฟ๐—ฎ๐˜๐—ฒ, ๐—ฒ๐—ฎ๐˜€๐˜† ๐˜๐—ผ ๐˜‚๐—ป๐—ฑ๐—ฒ๐—ฟ๐˜€๐˜๐—ฎ๐—ป๐—ฑ ๐—ฎ๐—ป๐—ฑ ๐Ÿญ๐Ÿฌ๐Ÿฌ% ๐—ถ๐—ป๐—ฑ๐—ฒ๐—ฝ๐—ฒ๐—ป๐—ฑ๐—ฒ๐—ป๐˜.


Do I need a structural engineer report - absolutely

Do I Need a Structural Engineer Report? Absolutely!

๐—ฃ๐—ถ๐—บ๐—ฝ๐—ฎ๐—บ๐—ฎ ๐—ต๐—ผ๐˜‚๐˜€๐—ฒ โ€“ ๐™ฌ๐™๐™ฎ ๐™ž๐™จ ๐™ข๐™ฎ ๐™›๐™ก๐™ค๐™ค๐™ง ๐™—๐™ค๐™ช๐™ฃ๐™˜๐™ž๐™ฃ๐™œ?

This house was about to be renovated, but the owner was concerned about โ€œbouncing floorsโ€ and called Forensic Engineers to investigate.
Our expert investigation found;
โ€ข The house stumps have subsided and were leaning severely
โ€ข There were other very serious problems with the house bearers and foundations and more..
โ€ข There was no doubt that the house and renovations would sustain damages unless the house was re-stumped first.
๐˜ž๐˜ฆ ๐˜ง๐˜ฆ๐˜ญ๐˜ต ๐˜ง๐˜ฐ๐˜ณ ๐˜ต๐˜ฉ๐˜ฆ ๐˜ฐ๐˜ธ๐˜ฏ๐˜ฆ๐˜ณ, ๐˜ฃ๐˜ถ๐˜ต ๐˜ฃ๐˜ฆ๐˜ต๐˜ต๐˜ฆ๐˜ณ ๐˜ต๐˜ฐ ๐˜ฌ๐˜ฏ๐˜ฐ๐˜ธ ๐˜ต๐˜ฉ๐˜ฆ๐˜ด๐˜ฆ ๐˜ต๐˜ฉ๐˜ช๐˜ฏ๐˜จ๐˜ด ๐˜ฃ๐˜ฆ๐˜ง๐˜ฐ๐˜ณ๐˜ฆ ๐˜ฅ๐˜ฐ๐˜ช๐˜ฏ๐˜จ ๐˜ฆ๐˜น๐˜ฑ๐˜ฆ๐˜ฏ๐˜ด๐˜ช๐˜ท๐˜ฆ ๐˜ณ๐˜ฆ๐˜ฏ๐˜ฐ๐˜ท๐˜ข๐˜ต๐˜ช๐˜ฐ๐˜ฏ๐˜ด ๐˜ข๐˜ฏ๐˜ฅ ๐˜ญ๐˜ข๐˜ต๐˜ฆ๐˜ณ ๐˜ง๐˜ช๐˜ฏ๐˜ฅ ๐˜ต๐˜ฉ๐˜ข๐˜ต ๐˜ต๐˜ฉ๐˜ฆ ๐˜ฉ๐˜ฐ๐˜ถ๐˜ด๐˜ฆ ๐˜ธ๐˜ข๐˜ด ๐˜ถ๐˜ฏ๐˜ด๐˜ต๐˜ข๐˜ฃ๐˜ญ๐˜ฆ. ๐˜ž๐˜ฆ ๐˜ฑ๐˜ถ๐˜ต ๐˜ต๐˜ฉ๐˜ฆ ๐˜ฐ๐˜ธ๐˜ฏ๐˜ฆ๐˜ณ ๐˜ช๐˜ฏ ๐˜ต๐˜ฐ๐˜ถ๐˜ค๐˜ฉ ๐˜ธ๐˜ช๐˜ต๐˜ฉ ๐˜ข๐˜ฏ ๐˜ฆ๐˜น๐˜ฑ๐˜ฆ๐˜ณ๐˜ต ๐˜ณ๐˜ฆ๐˜ฑ๐˜ข๐˜ช๐˜ณ ๐˜ฃ๐˜ถ๐˜ช๐˜ญ๐˜ฅ๐˜ฆ๐˜ณ ๐˜ต๐˜ฐ ๐˜ฎ๐˜ข๐˜ฌ๐˜ฆ ๐˜ข ๐˜ฑ๐˜ญ๐˜ข๐˜ฏ ๐˜ง๐˜ฐ๐˜ณ ๐˜ค๐˜ฐ๐˜ฎ๐˜ฑ๐˜ญ๐˜ฆ๐˜ต๐˜ฆ ๐˜ข๐˜ฏ๐˜ฅ ๐˜ฑ๐˜ณ๐˜ฐ๐˜ง๐˜ฆ๐˜ด๐˜ด๐˜ช๐˜ฐ๐˜ฏ๐˜ข๐˜ญ ๐˜ณ๐˜ฆ๐˜ฑ๐˜ข๐˜ช๐˜ณ๐˜ด.

๐——๐—ฒ๐—ฒ๐—ฏ๐—ถ๐—ป๐—ด ๐—›๐—ฒ๐—ถ๐—ด๐—ต๐˜๐˜€ ๐—ต๐—ผ๐˜‚๐˜€๐—ฒ โ€“ ๐™ฉ๐™๐™š ๐™—๐™ง๐™ž๐™˜๐™  ๐™ข๐™ค๐™ง๐™ฉ๐™–๐™ง ๐™ž๐™จ ๐™›๐™–๐™ก๐™ก๐™ž๐™ฃ๐™œ ๐™ค๐™ช๐™ฉ!!

The buyer of this house was concerned about brick cracks.
Our expert investigation found:
โ€ข The house had some foundation movements
โ€ข The house footings had not moved significantly
โ€ข The wall cracks were only in masonry joints
โ€ข The masonry joint were filled with mortar instead of an elasticated compound
โ€ข Repairs were simple; replace the joint seals with an industry standard, elasticated compound
๐˜ž๐˜ฆ ๐˜ข๐˜ด๐˜ด๐˜ถ๐˜ณ๐˜ฆ๐˜ฅ ๐˜ต๐˜ฉ๐˜ฆ ๐˜ฃ๐˜ถ๐˜บ๐˜ฆ๐˜ณ ๐˜ต๐˜ฉ๐˜ข๐˜ต ๐˜ต๐˜ฉ๐˜ฆ ๐˜ฉ๐˜ฐ๐˜ถ๐˜ด๐˜ฆ ๐˜ธ๐˜ข๐˜ด ๐˜ด๐˜ต๐˜ข๐˜ฃ๐˜ญ๐˜ฆ ๐˜ข๐˜ฏ๐˜ฅ ๐˜ฏ๐˜ฐ ๐˜ด๐˜ฆ๐˜ณ๐˜ช๐˜ฐ๐˜ถ๐˜ด ๐˜ณ๐˜ฆ๐˜ฑ๐˜ข๐˜ช๐˜ณ๐˜ด ๐˜ธ๐˜ฆ๐˜ณ๐˜ฆ ๐˜ณ๐˜ฆ๐˜ฒ๐˜ถ๐˜ช๐˜ณ๐˜ฆ๐˜ฅ. ๐˜๐˜ฆ ๐˜ธ๐˜ข๐˜ด ๐˜ต๐˜ฉ๐˜ณ๐˜ช๐˜ญ๐˜ญ๐˜ฆ๐˜ฅ ๐˜ข๐˜ฏ๐˜ฅ ๐˜ต๐˜ฉ๐˜ฆ ๐˜ด๐˜ข๐˜ญ๐˜ฆ ๐˜ธ๐˜ฆ๐˜ฏ๐˜ต ๐˜ต๐˜ฉ๐˜ณ๐˜ฐ๐˜ถ๐˜จ๐˜ฉ ๐˜ด๐˜ฎ๐˜ฐ๐˜ฐ๐˜ต๐˜ฉ๐˜ญ๐˜บ.

๐—–๐—ผ๐—ผ๐—บ๐—ฒ๐—ฟ๐—ฎ ๐—ต๐—ผ๐˜‚๐˜€๐—ฒ โ€“ ๐™’๐™๐™–๐™ฉ ๐™ž๐™จ ๐™ฉ๐™๐™ž๐™จ ๐™ช๐™ฃ๐™™๐™š๐™ง ๐™ฉ๐™๐™š ๐™จ๐™ก๐™–๐™—??

The buyer was very concerned about the slab edge beam not being on solid ground.
Our expert investigation found:
โ€ข The house had a waffle-pod slab
โ€ข There were some areas where the slab edge was not supported on solid ground
โ€ข The slab was also suspended on piers and also anchored into a retaining wall
โ€ข There had been no deflections of the house slab
๐˜ž๐˜ฆ ๐˜ข๐˜ด๐˜ด๐˜ถ๐˜ณ๐˜ฆ๐˜ฅ ๐˜ต๐˜ฉ๐˜ฆ ๐˜ฃ๐˜ถ๐˜บ๐˜ฆ๐˜ณ ๐˜ต๐˜ฉ๐˜ข๐˜ต ๐˜ต๐˜ฉ๐˜ฆ ๐˜ฉ๐˜ฐ๐˜ถ๐˜ด๐˜ฆ ๐˜ธ๐˜ข๐˜ด ๐˜ด๐˜ฐ๐˜ถ๐˜ฏ๐˜ฅ-๐˜ข๐˜ด-๐˜ข-๐˜ฑ๐˜ฐ๐˜ถ๐˜ฏ๐˜ฅ. ๐˜๐˜ฆ ๐˜ธ๐˜ข๐˜ด ๐˜ณ๐˜ฆ๐˜ข๐˜ญ๐˜ญ๐˜บ ๐˜ฉ๐˜ข๐˜ฑ๐˜ฑ๐˜บ ๐˜ข๐˜ฏ๐˜ฅ ๐˜ต๐˜ฉ๐˜ฆ ๐˜ด๐˜ข๐˜ญ๐˜ฆ ๐˜ธ๐˜ฆ๐˜ฏ๐˜ต ๐˜ต๐˜ฉ๐˜ณ๐˜ฐ๐˜ถ๐˜จ๐˜ฉ ๐˜ด๐˜ฎ๐˜ฐ๐˜ฐ๐˜ต๐˜ฉ๐˜ญ๐˜บ.

๐—–๐—ผ๐—น๐—น๐—ถ๐—ป๐—ด๐˜„๐—ผ๐—ผ๐—ฑ ๐—ฃ๐—ฎ๐—ฟ๐—ธ ๐—ต๐—ผ๐˜‚๐˜€๐—ฒ โ€“ ๐˜ฝ๐™ค๐™ฎ-๐™ค๐™-๐™—๐™ค๐™ฎ โ€“ ๐˜พ๐™–๐™ก๐™ก ๐™๐™ค๐™ง๐™š๐™ฃ๐™จ๐™ž๐™˜ ๐™€๐™ฃ๐™œ๐™ž๐™ฃ๐™š๐™š๐™ง๐™จ!!!

This property was built in the 80โ€™s and was being put up for sale and the agent was concerned about house cracks. So she called Forensic Engineers.
And Wow! We found a lot of wall cracks, and more!
Our expert investigation found
โ€ข Massive wall & ceiling cracks, tears and gaps
โ€ข Huge variations in floor levels
โ€ข Serious slab bending
โ€ข Significant slope from the front-left to the rear-right corner.
โ€ข Highly plastic clay soils shrinking and swelling
โ€ข Inadequate footings and slab.
๐˜›๐˜ฉ๐˜ฆ ๐˜ฉ๐˜ฐ๐˜ถ๐˜ด๐˜ฆ ๐˜ฉ๐˜ข๐˜ฅ ๐˜ฅ๐˜ฆ๐˜ค๐˜ข๐˜ฅ๐˜ฆ๐˜ด ๐˜ฐ๐˜ง ๐˜ด๐˜ฆ๐˜ณ๐˜ช๐˜ฐ๐˜ถ๐˜ด ๐˜ฎ๐˜ฐ๐˜ท๐˜ฆ๐˜ฎ๐˜ฆ๐˜ฏ๐˜ต๐˜ด ๐˜ข๐˜ฏ๐˜ฅ ๐˜ฅ๐˜ข๐˜ฎ๐˜ข๐˜จ๐˜ฆ๐˜ด. ๐˜๐˜ต ๐˜ธ๐˜ฐ๐˜ถ๐˜ญ๐˜ฅ ๐˜ฃ๐˜ฆ ๐˜ข ๐˜ฎ๐˜ข๐˜ซ๐˜ฐ๐˜ณ ๐˜ฑ๐˜ณ๐˜ฐ๐˜ซ๐˜ฆ๐˜ค๐˜ต ๐˜ฐ๐˜ง ๐˜ถ๐˜ฏ๐˜ฅ๐˜ฆ๐˜ณ๐˜ฑ๐˜ช๐˜ฏ๐˜ฏ๐˜ช๐˜ฏ๐˜จ ๐˜ข๐˜ฏ๐˜ฅ ๐˜ฃ๐˜ถ๐˜ช๐˜ญ๐˜ฅ๐˜ช๐˜ฏ๐˜จ ๐˜ณ๐˜ฆ๐˜ฑ๐˜ข๐˜ช๐˜ณ๐˜ด. And it's not likely to be ๐˜ข๐˜ฏ ๐˜ฆ๐˜ค๐˜ฐ๐˜ฏ๐˜ฐ๐˜ฎ๐˜ช๐˜ค๐˜ข๐˜ญ ๐˜ฑ๐˜ณ๐˜ฐ๐˜ฑ๐˜ฐ๐˜ด๐˜ช๐˜ต๐˜ช๐˜ฐ๐˜ฏ.

SINK HOLES IN TAIGUM, HOUSE SETTLEMENTS IN KURABY & SUBSIDENCE IN MERMAID WATERS

๐™…๐™ช๐™จ๐™ฉ ๐™– ๐™ฉ๐™ฎ๐™ฅ๐™ž๐™˜๐™–๐™ก ๐™™๐™–๐™ฎ ๐™›๐™ค๐™ง ๐™๐™ค๐™ง๐™š๐™ฃ๐™จ๐™ž๐™˜ ๐™€๐™ฃ๐™œ๐™ž๐™ฃ๐™š๐™š๐™ง๐™จ.

๐—ง๐—ฎ๐—ถ๐—ด๐˜‚๐—บ ๐—–๐—ฎ๐˜€๐—ฒ - ๐—ณ๐—ผ๐—ฟ ๐˜๐—ต๐—ฒ ๐—ฆ๐˜๐—ฟ๐—ฎ๐˜๐—ฎ ๐— ๐—ฎ๐—ป๐—ฎ๐—ด๐—ฒ๐—ฟ๐˜€.

A broken water pipe created a large sinkhole under a townhouse driveway. Residents feared the driveway would collapse or further damage would appear. Fortunately, our expert investigation revealed that the slab remained intact and the damage was localized. We recommended filling the hole and re-supporting the driveway slab using either Polyurethane Resin Injection or hyflow cementitious grout ("Mud-Jacking").

๐—ง๐—ต๐—ฒ ๐—ž๐˜‚๐—ฟ๐—ฎ๐—ฏ๐˜† ๐—–๐—ฎ๐˜€๐—ฒ - ๐—ณ๐—ผ๐—ฟ ๐˜๐—ต๐—ฒ ๐—ฃ๐—ฟ๐—ผ๐—ฝ๐—ฒ๐—ฟ๐˜๐˜† ๐— ๐—ฎ๐—ป๐—ฎ๐—ด๐—ฒ๐—ฟ.

This older house suffered serious movement in the perimeter footings and floor stumps. Highly plastic clay soils common in Kuraby cause footings to lift, settle, and often "rotate" (lean). Because the footings moved so significantly, the timber floor became unstable. We recommended vacating the house, followed by comprehensive re-stumping and replacement of the perimeter base and footings.

๐— ๐—ฒ๐—ฟ๐—บ๐—ฎ๐—ถ๐—ฑ ๐—ช๐—ฎ๐˜๐—ฒ๐—ฟ๐˜€ - ๐—ถ๐—ป๐˜ƒ๐—ฒ๐˜€๐˜๐—ถ๐—ด๐—ฎ๐˜๐—ฒ๐—ฑ ๐—ณ๐—ผ๐—ฟ ๐˜๐—ต๐—ฒ ๐—ฃ๐—ฟ๐—ผ๐—ฝ๐—ฒ๐—ฟ๐˜๐˜† ๐—ข๐˜„๐—ป๐—ฒ๐—ฟ.

The townhouse complex sits on compressible landfill that has settled slowly for decades. We identified recent cracks, gaps, and serious variations in floor levels caused by active settlement of the founding materials. After considering several stabilization methods, we determined that conventional underpinningโ€”possibly incorporating steel screw piers in areas with a water tableโ€”is the only reliable solution.

๐—˜๐˜…๐—ฝ๐—ฒ๐—ฟ๐˜ ๐—ฆ๐˜๐—ฟ๐˜‚๐—ฐ๐˜๐˜‚๐—ฟ๐—ฎ๐—น ๐—˜๐—ป๐—ด๐—ถ๐—ป๐—ฒ๐—ฒ๐—ฟ ๐—ฅ๐—ฒ๐—ฝ๐—ผ๐—ฟ๐˜๐˜€ ๐—ณ๐—ผ๐—ฟ ๐—ฆ๐˜๐—ฟ๐—ฎ๐˜๐—ฎ ๐— ๐—ฎ๐—ป๐—ฎ๐—ด๐—ฒ๐—ฟ๐˜€, ๐—ฃ๐—ฟ๐—ผ๐—ฝ๐—ฒ๐—ฟ๐˜๐˜† ๐—ข๐˜„๐—ป๐—ฒ๐—ฟ๐˜€ & ๐—ฃ๐—ฟ๐—ผ๐—ฝ๐—ฒ๐—ฟ๐˜๐˜† ๐— ๐—ฎ๐—ป๐—ฎ๐—ด๐—ฒ๐—ฟ๐˜€


Own, Buying or Selling a House with Cracks?

Wall, ceiling or floor cracks & gaps?

It may be simple wear & tear, or it may be a sign of some Subsidence.
It may also Subsidence that is serious and could gradually get worse and worse.
And there are also cases where subsidence & cracks have cleverly been covered up, particularly with houses that are renovated & "flipped".

Expert Structural Engineer Reports

Our expert Structural Engineer Reports identify old and new subsidence and cracks and determine if they are serious or wear-and-tear. And if if they are likely to get worse and if any stabilizing or underpinning is necessary.

Peace-of-Mind

Building cracks can develop by wear & tear or from foundation movements and Forensic Engineers are the independent experts to turn to for an expert analysis and for peace-of-mind.
Contact us for a free quote for an independent engineer report.

Underpinning Assessment

Subsidence & Wall Cracks: Underpinning Free Home Assessment was Wrong

The owner of this townhouse had a free wall cracks assessment from a very chatty & charming underpinning sales rep.
And the underpinning sales rep told him that these wall cracks were caused by very serious subsidence and that Underpinning was needed URGENTLY!
๐—ง๐—ต๐—ฎ๐—ป๐—ธ ๐—ด๐—ผ๐—ผ๐—ฑ๐—ป๐—ฒ๐˜€๐˜€ ๐—ต๐—ฒ ๐—ฐ๐—ฎ๐—น๐—น๐—ฒ๐—ฑ ๐˜‚๐˜€ ๐—ฎ๐˜ ๐—™๐—ผ๐—ฟ๐—ฒ๐—ป๐˜€๐—ถ๐—ฐ ๐—˜๐—ป๐—ด๐—ถ๐—ป๐—ฒ๐—ฒ๐—ฟ๐˜€.
At Forensic Engineers we specialize in expert subsidence reports that identify how serious damage are and what are the root causes. And most importantly, we are 100% independent and have the property owners interests at heart.
In this case, our comprehensive investigation found that there had only been some very slight footing movements.
And, the scary cracks were just fine cracks in highly weathered wall render and there had been a build-up of black mould!
Yes. The underpinning sales rep did not even know the difference between mould and serious wall cracks & subsidence.
Forensic Engineers are the wall crack & subsidence specialists.
We are 100% independent.
We are on your side and we are definitely not trying to sell you any underpinning.

Home Owner Saved Thousands on Underpinning

Structural Engineer Underpinning Report:

This is a recent case in Marsden and there has been some serious subsidence.
We identified the causes of the subsidence and we recommended some conventional underpinning to support the settled footings and to correct the level variations. Fortunately the problem was only for one corner of the house and our estimate was for 6 or 7 underpins, and the cost would be quite reasonable.
Fortunately, this was a routine case and the subsidence area was limited.
But Guess What?
We were astounded when the home owner told us an Underpinner's Free Home Assessment had estimated for at least a dozen underpins and that would be twice the actual cost!
That's right. The normal industry rate for a job like this would be HALF of was quoted.
In this case,ย  we determined that conventional reinforced concrete underpinning was the most effective and affordable. Other methods such as Resin Injection would not stabilize the founding soils. And Steel Screw Piers would not be necessary or cost effective.
We recommended that the owner should get in touch with some genuine underpinners to get a more reasonable proposal.

Thinking of underpinning? Contact us for an Expert Structural Engineer Report.

We Are Independent and We Aren't Trying to Sell You Anything.


Renovating a House with Subsidence and Wall Cracks

Renovating a House with Subsidence and Wall Cracks

๐™๐™ž๐™ฃ๐™™ ๐™ฉ๐™๐™š ๐˜พ๐™–๐™ช๐™จ๐™š

It's really important to find the actual cause of the cracks, so that any repairs will last and cracks don't re-appear again and again.

๐™€๐™ญ๐™ฅ๐™š๐™ง๐™ฉ ๐™€๐™ฃ๐™œ๐™ž๐™ฃ๐™š๐™š๐™ง ๐™๐™š๐™ฅ๐™ค๐™ง๐™ฉ

That's why the owner of this Carindale house called Forensic Engineers to prepare an expert Structural Engineer Report.

Our expert investigation found old and recent subsidence & cracks, and footing settlements as well as footing rotation (leaning). We also identified that the house was built on an old gully that had been filled in and the landfill was subsiding bit-by-bit, year-after-year and this was causing the house cracks.

๐™’๐™๐™–๐™ฉ ๐™ฉ๐™ค ๐™™๐™ค ๐™‰๐™š๐™ญ๐™ฉ

Our expert Structural Engineer Report found that Stabilizing the footings and permanent wall crack repair would require underpinning of most of the house footings with conventional underpinning.

๐™๐™ค๐™ง๐™š๐™ฃ๐™จ๐™ž๐™˜ ๐™€๐™ฃ๐™œ๐™ž๐™ฃ๐™š๐™š๐™ง๐™จ ๐™–๐™ง๐™š ๐™๐™š๐™ง๐™š ๐™ฉ๐™ค ๐™ƒ๐™š๐™ก๐™ฅ

Home renovations are expensive, so if there are any worrying wall or ceiling cracks, it's really important to make sure the foundations are stable by getting an expert independent Engineer Subsidence Report from Forensic Engineers from the get-go